4220 search results for drainage
3270301.impl
. Provide positive drainage of the milled surface and the adjacent pavement. Perform this operation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/3270301.impl.pdf?sfvrsn=fd8df503_03270301.impl
positive drainage of the milled surface and the adjacent pavement. Perform this operation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/3270301.impl.pdf?sfvrsn=b3a382db_0D4100002.do
410 PRECASTCONCRETEBOXCULVERT. (REV6-24-02)(FA7-11-02)(1-03) ARTICLE410-1(Page415)isdeletedandthefollowingsubstituted: 410-1Description. Beforethemanufacturing of the precast box culvert, submit details of the special units, modifications, and required devices for the Engineer's review and approval. Obtain the precast box culvert from a plant that is currently on the Department's list of qualified precast drainage structures plants and meet the requirements of Section 6.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4100002.do.pdf?sfvrsn=bf0a59a9_0D4100002.do
410 PRECASTCONCRETEBOXCULVERT. (REV6-24-02)(FA7-11-02)(1-03) ARTICLE410-1(Page415)isdeletedandthefollowingsubstituted: 410-1Description. Beforethemanufacturing of the precast box culvert, submit details of the special units, modifications, and required devices for the Engineer's review and approval. Obtain the precast box culvert from a plant that is currently on the Department's list of qualified precast drainage structures plants and meet the requirements of Section 6.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4100002.do79d7a250094146a38c24022e25920333.pdf?sfvrsn=9ad135a_0D4100002.do
410 PRECASTCONCRETEBOXCULVERT. (REV6-24-02)(FA7-11-02)(1-04) ARTICLE410-1(Page369)isdeletedandthefollowingsubstituted: 410-1Description. Beforethemanufacturing of the precast box culvert, submit details of the special units, modifications, and required devices for the Engineer’s review and approval. Obtain the precast box culvert from a plant that is currently on the Department’s list of qualified precast drainage structures plants and meet the requirements of Section 6.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4100002.do.pdf?sfvrsn=328eea87_04490001SS
on the Department’s list of qualified precast drainage structures plants and meet the requirements of Section 6.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4490001ss.pdf?sfvrsn=7f969c84_04490001SS
on the Department’s list of qualified precast drainage structures plants and meet the requirements of Section 6.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4490001ss.pdf?sfvrsn=d9ca82b3_04300401.FHWA2
as part of a group of changes being made to the Drainage Manual, Structures Manual, in the Drainage Manual and that will part of a Design Bulletin that will be released this summer, t b e m e t : 1. Use R r e s i l i e nt Cconnectors on pipes entering and leaving drainage, the fully home joint alignmentProvide a 2 to 64 inch pipe overhang beyond the drainage structure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4300401.fhwa2.pdf?sfvrsn=bd27a38c_01050404-MM11.6.impl
/Implemented/URLinSpecs/Section62V2.shtm. Producersof Precast Concrete Drainage Structures shall meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1050404-mm11.6.impl.pdf?sfvrsn=599c068d_09420000.FHWA
Supplemental Specification. These changes were proposed by Catherine Earp of the State Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9420000.fhwa.pdf?sfvrsn=8f3475ae_01050302-MM12.1.impl
/specificationsoffice/Implemented/URLinSpecs/Files/section62.pdf . Producers of Precast Concrete Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/1050302-mm12.1.impl.pdf?sfvrsn=192ce7a_09430000.resp
for metallic culverts. Your comments will be forwarded to the State Drainage Office. No change made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/9430000.resp.pdf?sfvrsn=bfa3e17a_04100200.impl
............................................... Section 415 Precast Concrete Drainage Products
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4100200.impl.pdf?sfvrsn=73fcf9e4_04490200.impl
449 PRECAST C O N C R E T E D R A I N A G E P R O D U C T S . (REV11-26-13)(FA12-18-13)(7-14) ARTICLE449-2isdeleted and the following substituted: 449-2 Materials. Ensurethatthematerials used for the construction of the precast drainage products have a certification statement from the source, showing that they meet the applicable requirements of the Specifications with the following modifications: Reinforcing Bar
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4490200.impl.pdf?sfvrsn=a562c1d2_04310402.origind
? With who have you discussed these changes? Drainage and construction. What other offices
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/4310402.origind.pdf?sfvrsn=99519881_0Home Page
signalized intersections and will evaluate and propose new signalization where needed. New drainage
https://www.fdot.gov/projects/coveroadstudy/home-pageE3Y76-R0
of drainage outfall ditches. Work may require specialized equipment due to steep slopes, wet conditions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun12/e3y76-r0.pdf?sfvrsn=6747f865_1985
MATERIAL CERTIFICATION Geosynthetic for Drainage Applications (Specification Number 985) Date Contractor’s Name Contractor’s Address Line 1 City, State, Zip Code Product Name: APL Number: Roll Numbers: FDOT Project Contract/FIN: Project Location: Product Description: Property Test Method Minimum Average Roll Value (MARV) Grab Tensile Strength ASTM D4632 XXXX [units] Grab Elongation ASTM D4632 XXXX [units] Trapezoidal Tear ASTM D4533 XXXX [units] CBR Puncture Strength
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/certifications/certsamples/985.docx?sfvrsn=81d47300_2E6P86
shoulders, slopes and roadside ditches) for proper drainage, protection of pavement edge, and to provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/aug28/e6p86.pdf?sfvrsn=5fbc9a17_2OOD24-03 Mandatory Revision No. 2 (LAP Division I)_signed copy
Engineers, District Drainage Engineers, District Materials Engineers, District Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2024/ood24-03-mandatory-revision-no-2-(lap-division-i)_signed-copy.pdf?sfvrsn=59045a73_1